構造工学論文集 A
Online ISSN : 1881-820X
設計工学・計算力学:論文
大規模解析による鋼斜張橋の車両荷重および温度変化に対する挙動評価
清水 暁央久國 陽介釘宮 哲也渡部 一雄久野 勝美篠原 聖二赤松 伸祐
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2020 年 66A 巻 p. 170-180

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Social infrastructures such as roads, bridges, and tunnels are aging, and its maintenance and management are an urgent issue. The goal of this study was to estimate the deformation, fatigue, and deterioration of bridges, by using digital twin model. To accomplish this, first, we modeled of entire existing long bridge with 3D shell and solid elements. Next, we estimated the deformation of the bridge under vehicle load and daily temperature change by applying linear static analysis. The numerical results were within the 95% confidence interval of the actual measurement, in the case of vehicle load. Further, the model could qualitatively represent the deformation of the bridge under daily temperature change.

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